Dam-Break Modeling is a computational hydrodynamic simulation framework that specifically predicts the spatiotemporal evolution of flood waves resulting from the sudden failure of a dam, distinguished from other hydraulic models by its focus on transient, high-speed, unsteady flow propagation in initially dry or wetted downstream channels.
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Finite‐Volume Two‐Dimensional Unsteady‐Flow Model for River Basins
Dengzhong Zhao, H. W. Shen, Guillermo Q. Tabios et al. · Journal of Hydraulic Engineering · 1994 · 276 citations
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Sichuan University
Chengdu, China
15 h-index
69 publications
1.9K citations
State Key Laboratory of Hydraulics and Mountain River Engineering
Chengdu, China
13 h-index
49 publications
1.3K citations
Chinese Academy of Sciences
Beijing, China
12 h-index
30 publications
1.2K citations
Zhejiang University
Hangzhou, China
10 h-index
31 publications
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Shanghai Jiao Tong University
Shanghai, China
9 h-index
20 publications
557 citations
Southwest Jiaotong University
Chengdu, China
9 h-index
37 publications
1.2K citations
University of Mississippi
Oxford, United States
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14 publications
1K citations
Hohai University
Nanjing, China
9 h-index
20 publications
603 citations
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- Journal of Hydraulic Engineering
41 publications · 2.3K citations
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- Journal of Hydraulic Research
31 publications · 2K citations
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- Advances in Water Resources
23 publications · 1.6K citations
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- Journal of Hydrology
19 publications · 916 citations
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- Ocean Engineering
17 publications · 543 citations
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